Tender For Providing Of Roads For Various Units At Hisar Mil Stn Under Ge Hisar
Tender Value
48 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
13 days left
EMD
96000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hisar → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Roads For Various Units At Hisar Mil Stn Under Ge Hisar
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing n exc15 cm deep and forming levelled ground to lay sub base in soft/loose soil complete all as secified and directed |
| 2 | Rolling and consolidating formation surfaces in cutting with power roller 8 to 12 tonne complete all as specified and directed |
| 3 | M & L for 150mm thick soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber required using 8 to 12 ton road roller complete all as specified and directed |
| 4 | M&L for 150mm thick (compacted thickness laid in two layers of 75mm each) WBM, with coarse aggregates granite, trap or basalt of grading 2 (63 to 40mm size) or of grading 3 ( 50 to 20mm size) spread, rolled and consolidated to gradient and camber required using 8 to 12 tonne road roller complete all as specified and directed |
| 5 | M&L for Preparing WBM surfaces of road by brushing with wire brush for removing caked mud, etc sweeping with broom & finally fanning the cleaned surface with gunny bag to remove all loose dirt etc and complete all as specified and directed. |
| 6 | M&L for applying evenly tack coat of paving bitumen (VG-10) and penetration @ 10 Kg per 10 Sqm complete all as specified and directed. |
| 7 | M&L for Bituminous premixed semi-dense asphaltic concrete 40mm thick consolidated thickness (Design mix) using minimum with 5.5% binder content by weight of total mix, laid with self propelling mechanical paver and rolling with 8 to 12 tonne road roller to the required camber and gradient (using paving bitumen VG-30) to uniform smooth surface, complete all as specified and directed. |
| 8 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stop lines, dashes, arrows etc. and the like n exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufactureres instruction, complete all as specified and directed. |
| 9 | S&F RCC pipe class NP-2 laid to slope in trenches jointed and tested complete with collars for 150 mm dia pipe complete all as specified and directed. |
| 10 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed, |
| 11 | M&L 100 mm thick PCC type C-2, (1:3:6) using 40mm graded stone aggregate as in sub base complete all as specified and directed. |
| 12 | M & L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. |
| 13 | M&L for 100 mm thick Hard core of broken stone or boulders of gauze not exc 63 mm deposited spread and levelled in layers not exc 15 cm thick watered and rammed to a true surface |
| 14 | M&L two coats of synthetic enamel paint on concrete surface including preparation of surface in complete all as specified and directed. |
| 15 | M&L for providing cement concrete type B-0,1:2:4 ( 12.50 mm graded aggregate ) as in packing of interlocking tiles complete all as directed. |
| 16 | S&F metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed |
| 17 | S&F cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PMMA striplens reflector of model No. DA 972.0 or equivalent in list of makes fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed |
| 18 | S&F solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono stafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and as directed |
| 19 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed. |
| 20 | M&L for providing laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4.5% of paving bitumen by weight of total mix including heating bitumen to the required temprature, mixing bitumen macadam in automatic and temperature comtrolled hot mixing plant, laying spreading by means of mechanical paver and rolling and consolidated to the required gradient and camber (consolidated thickness75mm or less) with 8 to 12 tonne power/vibratory roller to a uniform smooth surface complete all as specified and as directed by Engr-in-charge |
| 21 | M&L for applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sq metre complete all as specified and as directed |
| 22 | Removing excavated material (soil) not exc 50 m and depositing where directed at the level not exc 1.5m above the starting point complete all as specified and as directed. |
| 23 | M&L in repair for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and no pigment over 1:6 screed bed of cement and sand mortar on 75 mm thick 1:3:4 cement concrete complete all as specified and as directed in Engineer-in-Charge. |
| 24 | M&L for cement concrete type B1 (1:2:4) (using 20 mm graded stone aggregate) as in coping complete all as specified and directed. |
| 25 | General Notes1.Only batch mix plant shall be used in the work.2. The Contractor shall, prior to procurement and commencement of bituminous work, submit a valid Memorandum of Understanding (MoU) with the proposed hot mix plant for approval of the Garrison Engineer (GE). The contractor shall arrange a visit of GE/Engineer-in-Charge to the plant for inspection prior to approval of the MoU. It shall be ensured that the bituminous mix is procured only from an approved Batch Mix Plant, and no material shall be procured or laid without such prior approval.3. Rolling shall be carried out to achieve a field density of not less than 98% of the Marshall bulk density of the approved Job Mix Formula.4. The contractor shall ensure that all bituminous mix brought to site is weighed at an approved Government Weighbridge or a weighbridge duly approved by the Engineer-in-Charge. Each load shall be supported with authentic weighment slips indicating gross weight, tare weight, and net weight. 5. The contractor shall submit the original weighment slips, duly defaced and certified by the Engineer-in-Charge, along with each Running Account Receipt (RAR) bill for processing of payment. No payment for bituminous work shall be considered unless supported by such authenticated original weighment slips. Please Enable Macros to View BoQ information |
| 26 | General Notes1.Only batch mix plant shall be used in the work.2. The Contractor shall, prior to procurement and commencement of bituminous work, submit a valid Memorandum of Understanding (MoU) with the proposed hot mix plant for approval of the Garrison Engineer (GE). The contractor shall arrange a visit of GE/Engineer-in-Charge to the plant for inspection prior to approval of the MoU. It shall be ensured that the bituminous mix is procured only from an approved Batch Mix Plant, and no material shall be procured or laid without such prior approval.3. Rolling shall be carried out to achieve a field density of not less than 98% of the Marshall bulk density of the approved Job Mix Formula.4. The contractor shall ensure that all bituminous mix brought to site is weighed at an approved Government Weighbridge or a weighbridge duly approved by the Engineer-in-Charge. Each load shall be supported with authentic weighment slips indicating gross weight, tare weight, and net weight. 5. The contractor shall submit the original weighment slips, duly defaced and certified by the Engineer-in-Charge, along with each Running Account Receipt (RAR) bill for processing of payment. No payment for bituminous work shall be considered unless supported by such authenticated original weighment slips. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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